Question 1 Check that the medium-term load of 38 kN applied to the spaced column shown in below complies with the design requirements of BS 5268-2. The column consists of two 38 x 150 C22 timbers 76 mm apart. All joints are glued and intermediate packs are 250 mm long. suitable connection x 14 -end blocking NEP L₁ intermediate blocking L₂ L₁₁ m 38kN medium term load IIIIIIIIII -200 600 600 600 600 600 600 -200 38kN medium term load
Question 1 Check that the medium-term load of 38 kN applied to the spaced column shown in below complies with the design requirements of BS 5268-2. The column consists of two 38 x 150 C22 timbers 76 mm apart. All joints are glued and intermediate packs are 250 mm long. suitable connection x 14 -end blocking NEP L₁ intermediate blocking L₂ L₁₁ m 38kN medium term load IIIIIIIIII -200 600 600 600 600 600 600 -200 38kN medium term load
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Question 1
Check that the medium-term load of 38 kN applied to the spaced column shown in below complies with the design requirements of BS 5268-2. The
column consists of two 38 x 150 C22 timbers 76 mm apart. All joints are glued and intermediate packs are 250 mm long.
suitable
connection
####
x
->89²
6:38.
Y
T
-end blocking
AP
100
intermediate
blocking
L₂
1₁
x
W
L
W
EFH
400
m
38kN medium term load
-ICHICHID
-200
600
600
600
600
600
600
200
38kN medium term load
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